C. D. Bisbos

发表

Steel T-Stub connections under static loading: an effective 2-D numerical model

Charalampos Baniotopoulos, Euripides S. Mistakidis, C. D. Bisbos, 1997 .

Unilateral contact stresses at steel pipe saddles

C. D. Bisbos, Kimon Thomopoulos, C. Bisbos, 1993 .

A computational model for full or partial damage of single or multiple adjacent columns in disproportionate collapse analysis via linear programming

Charalampos Baniotopoulos, Simos Gerasimidis, C. D. Bisbos, 2014 .

Semidefinite optimization models for limit and shakedown analysis problems involving matrix spreads

C. D. Bisbos, C. Bisbos, 2006, Optim. Lett..

A 2-D numerical model for the analysis of steel T-stub connections

Charalampos Baniotopoulos, Euripides S. Mistakidis, C. D. Bisbos, 1996 .

On the parameter identification problem for failure criteria in anisotropic bodies

Pericles S. Theocaris, C. D. Bisbos, P. D. Panagiotopoulos, 1997 .

Second-order cone programming approaches to static shakedown analysis in steel plasticity

Panos M. Pardalos, C. D. Bisbos, A. Makrodimopoulos, 2005, Optim. Methods Softw..

Optimal control of structures governed by variational and hemivariational inequalities and applications

C. D. Bisbos, 1986 .

A new active region detection criterion for selective algorithms in shakedown analysis

D. Weichert, C. D. Bisbos, Konstantinos Nikolaou, 2015 .

A New Starting Point Strategy for Shakedown Analysis

Dieter Weichert, C. D. Bisbos, Jaan W. Simon, 2015 .

A mathematical programming computational model for disproportionate collapse analysis of steel building frames

C. D. Bisbos, S. Gerasimidis, A. Ampatzis, 2012, Optim. Lett..

Computing the frictional contact loads of horizontal steel pipes, loosely resting on saddles

C. D. Bisbos, K. T. Thomopoulos, M. Tzaferopoulos, 1994 .

Shakedown analysis of spatial frames with parameterized load domain

C. D. Bisbos, A. T. Ampatzis, A. Ampatzis, 2008 .

Lower bound limit analysis of 2D steel frames with foundation–structure interaction

Konstantinos Georgiadis, C. D. Bisbos, Konstantinos Nikolaou, 2016 .

A Cholesky condensation method for unilateral contact problems

C. D. Bisbos, C. Bisbos, 1986 .

Comparison of two methods for the solution of a class of nonconvex energy problems using convex minimization algorithms

Euripides S. Mistakidis, C. D. Bisbos, Panagiotis D. Panagiotopoulos, 1995 .

Vertical geometric irregularity assessment of steel frames on robustness and disproportionate collapse

Charalampos Baniotopoulos, Simos Gerasimidis, C. D. Bisbos, 2012 .

Limit and shakedown analysis of 3D steel frames via approximate ellipsoidal yield surfaces

C. D. Bisbos, Marina Skordeli, C. Bisbos, 2010 .

Behavior of circular cylindrical shells due to local debonding

C. D. Bisbos, P. Panagiotopoulos, M. R. Al-Abed, 1996 .

A Competitive Game Algorithm with Five Players for Unilateral Contact Problems Including the Rotational and the Thermal Degrees of Freedom

C. D. Bisbos, C. Bisbos, 1995 .

The debonding effect in saddles: comparison of the performance of Flügge's and Sanders' shell theories

C. D. Bisbos, P. Panagiotopoulos, M. R. Al-Abed, 1996 .

Second-Order Cone and Semidefinite Representations of Material Failure Criteria

C. D. Bisbos, P. Pardalos, C. Bisbos, 2007 .

LIMIT ANALYSIS LOCUS OF HIGH STRENGTH STEEL PLATES UNDER NON-QUADRATIC YIELD CRITERIA

C. D. Bisbos, K. Nikolaou, 2016 .

On Two Algorithms for Nonconvex Nonsmooth Optimization Problems in Structural Mechanics

C. D. Bisbos, E. S. Mistakidis, P. Panagiotopoulos, 1994 .